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<br />LIST OF FIGURES <br /> <br />Figure <br /> <br />1 - Schematic Diagram of the Recirculating Flume <br /> <br />2 - Weir A <br /> <br />. <br /> <br />3 - Weir B <br />4 - Weir C <br /> <br />5 - Weir D <br /> <br />. . <br /> <br />. <br /> <br />. . <br /> <br />. <br /> <br />6 - Weir E <br /> <br />7 - Weir F <br /> <br />8 - Weir G <br /> <br />. <br /> <br />. <br /> <br />9 - Coefficient of Discharge as a Function of <br />Unit Discharge ..... <br /> <br />. . <br /> <br />10 - Simulated HYdrograph - Weir A <br /> <br />11 - Simulated HYdrograph - lleir B <br /> <br />. <br /> <br />. <br /> <br />12 - Effect of Changes in upstream Bed Level on <br />Discharge Coefficient - Weir A. .... <br /> <br />. . . . . . <br /> <br />13 - Coefficient of Discharge for Wier C Corrected <br />for Velocity of Approach . . .. .... <br /> <br />. . <br /> <br />14 - Coefficients of Discharge for Weirs D and E <br /> <br />15 - Coefficient of Discharge for Weir F . . . . . <br />16 - Water Surface Profiles - 3' High Structure <br /> With T. W. Control . . . . . . . . . . . <br />17 - Stage-Discharge Curve - 3' High Structure <br />18 - Stage-Discharge Curve . . . . . . <br /> <br />19 - Influence of Tailwater Level on Stage <br />Above Sill Height ......... <br /> <br />. . . . . . . . . . <br /> <br />-iii- <br /> <br />." :,1 (" ).~ ~ <br />l'..; v l...i oJ <br /> <br />~ <br />6 <br /> <br />8 <br /> <br />8 <br /> <br />9 <br />9 <br /> <br />10 <br /> <br />10 <br /> <br />11 <br /> <br />14 <br /> <br />. <br /> <br />15 <br />16 <br /> <br />19 <br /> <br />21 <br /> <br />23 <br />24 <br /> <br />25 <br />27 <br />28 <br /> <br />29 <br />